WF壁式框架刚度计算表格.docx
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1、表4-2-5WF-I1层各杆件转动折算线刚度和侧移线折算线刚杆件号ab/(m)o(m)A(m)h/1OHvA(m2)fO(m4)Eh1(Nm)Z1OO.3243.32.2310.5250.240.850.15750.00361.171OsZ2O0.3053.32.2940.7750.340.750.23250.01163.771O8Z3O0.2733.32.41.20.5O.570.36O.O4321.41O9Z4O0.2733.32.41.20.50.570.36O.O4321.4X1O9Z5O0.3053.32.2940.7750.340.750.2325O.O1163.771Os11O0
2、2.4622.4622.40.970.26O.720.34561.12101O12O02.1752.1752.41.10.250.720.34561.121O013O02.42.42.410.25O.720.34561.12XIO014O02.1882.1882.41.1O.250.720.34561.12XIO,0杆件号Z10E1(Nm2)z(Nm)iCCCi(Nm)C7(Nm)K(Nm)Z11.4793.241O89.761070.4571.5022.9411.47IO82.87X1Ofi2.171O8Z21.4398.43IO82.55610,0.7631.1742.2053.OO1O8
3、5.641O84.321O8Z31.3752.071O96.271081.1O6O.8991.5735.641OS9.8610s7.751O8Z41.3752.07IO96.271O81.1060.8991.5735.641Os9.861O87.751O8Z51.4398.431O82.556X1O8O.7631.1742.2053.00X1O85.641O84.321O81110.29101O1.181O90.7360.576O.5766.81O86.81O86.810812I0.2810i1.291O90.9110.5230.5236.751086.751O86.75X1O81310.28
4、10,1.171O9O.7480.572O.5726.691O86.691O86.691081410.2810nI.281O,0.9O.5260.5266.731O86.731()s6.731O8杆件号abI(m)/(m)h(m)h/。?4(m2)/o(m1)EI0Nm2)Z10.2460.2114.352.3620.5250.220.890.15750.00361.171O8Z20.2310.1974.352.4880.7750.310.790.23250.01163.7710Z30.2070.1724.352.7011.20.440.640.36O.O4321.4X1O9Z40.2070.
5、1724.352.7011.20.440.640.360.04321.41O9Z50.2310.1974.352.4880.7750.310.790.23250.01163.77IO811002.4622.4622.10.850.320.63O.23157.53XIO91200.0342.1752.1012.1I0.250.630.23157.53109130.0310.0312.42.2512.10.930.280.630.23157.531O9140.03402.1882.1142.10.990.250.630.23157.53IO9表4-2-6WF-12层各杆件转动折算线刚度和侧移线折算
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